310122_Plan of Action_20180921

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PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): E&B Farms Inc. 1 FN: 31-122
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm &,structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
9/16/2018
12.0 inches
19.0 inches
7.0 inches
83496 ftZ
364321 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 121352J ft3
h. current herd # 3672 certified herd #1 3672
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/24/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
121352 ft'i
Oft3
50750 ft3
214554 gallons
1.80 Ibs/1000 gal.
1042.0 Ibs. PAN
PoA (30 Day) 2/21/00 9/19/2018

.i
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): E&B Farms Inc.(2) I FN: 31-122
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
9/16/2018
12.0 inches
19.0 inches
7.0 inches
105716 ft2
461274 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design - 180 days
g. volume of waste produced according to structural design 121058.2 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 68750 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 236628 gallons
4. Total PAN to be land applied during draw down period
I. current waste) analysis dated 7/24/2018 1.43 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 998.0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00 9/19/2018

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES,
30 DAY DRAW DOWN PERIOD
(.-TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 9/16/2018
1. Structure Name/Identifier (ID): E&B Farms Inc. 3 FN: 31-122
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker I 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 6.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 109512 ft2
e. line c/12 x line d x 7.48 gallons/ft3 409575 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 121058.2 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft'i
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 66220 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 233473 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/24/2018 1.19 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 765.2 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00 9/19/2018
r

m
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: E&B Farms Inc.(1)
line m =
1042.0 lb PAN
2.
Structure ID: E&B Farms Inc. (2)
1.
line m =
998.0 lb PAN
3.
Structure ID: E&B Farms Inc. (3)
line m =
765.2 lbPAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 2805.2 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRInn_ Inn NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window
2900
P1
Small Grain
3.04
50.00
152.0
Oct -March
P2
Small Grain
4.30
50.00
215.0
Oct -March
P3
Small Grain'
6.72
50.00
336.0
Oct -March
P5
Small Grain
5.05
50.00
252.5
Oct -March
P6
Small Grain
2.49
50.00
124.5
Oct -March
P7
Small Grain
4.34
50.00
217.0
Oct -March
P9
Small Grain
2.43
50.00
121.5
Oct -March
P11
Small Grain
4.30
50.00
215.0
Oct -March
P16
Small Grain
4.02
50.00
201.0
Oct -March
P17
Small Grain
3.97
50.00
198.5
Oct -March
P18
Small Grain
4.00
50.00
200.0
Oct -March
P19
Small Grain
2.95
50.00
147.5
Oct -March
P20
Small Grain
3.15
50.00
157.5
Oct -March
2900
P1
Bermuda Hay
3.04
100'.00
304.0
March - Sept
P2
Bermuda Hay
4.30
100.00
430.0
March - Sept
P3
Bermuda Hay
6.72
100.00
672.0
March - Sept
P51
Bermuda Hay
5.05
100.00
505.0
March - Sept
P6
Bermuda Hay
2.49
100.00
249.0
March - Sept
El
P7
Bermuda Hay
4.34
100.00
434.0
March - Sept
P9
Bermuda Hay
2.43
100.00
243.0
March - Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 5375.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN 'BALANCE
w. Total PAN to be land applied (line n from section II) = 2805.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 5375.0 lb. PAN
y. Overall PAN balance (w - x) = -2570 lb. PAN
PoA (30 Day) 2/21/00 9/19/2018

Line y must -show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
Waste will be applied agronomically and hydraulically as weather permits.
PoA (30 Day).2/21/00
9/19/2018